Department Of Paschimanchal Unnayan Affairs Tender

Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. b) For each additional Depth of 150mm and part thereof.

Construction of Embankment with Material Obtained from Borrow PitsConstruction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 for Rural Roads of MORD. (Mode of measurement: pre works and post works) a)

Construction of Embankment with Material Obtained from Borrow PitsConstruction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 for Rural Roads of MORD. (Mode of measurement: pre works and post works) b) Carriage up to total lead of 1.0 km.

Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 for Rural Roads of MORD. (Borrow pit /pre work post work measurement) a)

Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 for Rural Roads of MORD. (Borrow pit /pre work post work measurement) b) Carriage up to total lead of 1.0 km.

Construction of Sub Base using Local Materials:Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory rollertoachievethedesireddensity,lighting,guardingandbarricadingincludingcostandcarriageofallmaterialsandmakingnecessaryearthenbundhofonemetrewideoneachsidetoprotecttheedgescompleteasperClause401ofSpecificationsforRoad&BridgeWorksofMoRT&H(5thRevision). i) For Construction of Sub Base by compacting 1st class brick aggregates (40 mm down) and morrum (in proportion of 60:40). For Shoulder (bothside) in open area In 1st layer

Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).Grade -IIUsing Stone chips and Sand i) 1st layer of GSB at flexible portion i) 2 nd layer of GSB at flexible portion

Water Bound Macadam Base Course Providing,laying,spreading and compacting stone aggregates of specific sizes to waterbound macadam specification including spreading inuniformthickness,handpacking,rollingwithvibratoryroller8-10 tonnes instages to proper grade and camber,applying and brooming requisitetype of screening/binding materials tofillup the interstices of coarse aggregate,watering including lighting,guarding,barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling,includingcost of all materials and hire and labour charges of all men and machinery and compacting to the requireddensity ,asperClause 404 of Specificationsfor Road& BridgeWorks of MoRT&H(5thRevision).Grading -I 1st Layer of WBM I

Water Bound Macadam Base Course Providing,laying,spreading and compacting stone aggregates of specificsizes to water bound macadam specification including spreading inuniformthickness,handpacking,rollingwithvibratoryroller8-10 tonnes instages to proper gradeandcamber,applying and brooming requisite type of screening/binding materials to fillup the interstices of coarse aggregate,watering including lighting,guarding,barricading and making necessary earthen bundhofonemetre width on each side and preparing the bed by necessary cutting or filling,including cost of all materials and hire and labour charges of all men and machinery and compacting to there quireddensity,as per Clause404 of Specifications forRoad&Bridge Works of MoRT&H(5thRevision).Grading -II 1st Layer of WBM II

PrimeCoatwithBitumenEmulsionProviding and applying primercoat with Cationic BitumenEmulsiono fapprovedgradeconformingtoIS:8887-1978 and requisite quantity on prepared surface of granularbase including cleaning of road surface and spraying primerusing MechanicalmeansincludingcostandcarriageofbitumenemulsionandallotherincidentalcostsofworkcompleteasperClause502ofSpecificationsforRoad&BridgeWorksofMoRT&H(5thRevision). On for Propose carriageway

TackCoatProvidingandapplyingtackcoatwithCationicBitumenEmulsionofapprovedgradeconformingtoIS:8887-1978onthepreparedsurfacecleanedwithHydraulicbroom,moisteningthesurfaceincludingcostandcarriageofemulsion,hirechargesofmachineryandlabour,costoffuelandlubricantsallcompleteasperClause503ofSpecificationsforRoad&BridgeWorksofMoRT&H(5thRevision). On for Propose carriageway

Open-GradedPremixSurfacingusingBituminous (ViscositygradePaving Bitumen/Modifiedbitumen)Binder and Mobile Hot Mix Plant (Light Duty) Providing,layingandrollingofOpen-gradedpremixsurfacing of 20mmthicknesscomposedof 13.2mm(@0.018m³perm²)and11.2mm(@0.009m³perm²) sizestoneaggregates,includingthoroughlycleaningofthesurface,screening,cleaningandpre-heatingstonechipsandfullypre-coatingthesameeitherusingviscositygradepavingbitumenorcut-backoremulsion,carryingthemixturebyanysuitablearrangements,layingthemixtureuniformlyoverthesurface,includingline,gradeandleveltoserveaswearingcourseonapreviouslypreparedbase,includingmixinginMobileHotMixPlant(LightDuty)andthoroughlyrollingwithasmoothwheeledroller8-10tonnecapacity,finishedtorequiredlevelandgradesincludingthecostandcarriageofstonechipsandmatrix,heatingthematrix,preheatingtheaggregatestorequiredtemperatureandincludingthehirechargesofMobileHotMixPlant(LightDuty)andothermachinery,payofoperators,costoffuelandlubricantsetc.completetobefollowedbysealcoatofeitherTypeAorTypeBasperTechnicalSpecificationClause508for Rural Roads of MORD. On for Propose carriageway

Seal coat ProvidingandlayingPremixedSealCoat(TypeB)withapprovedqualitysand/grit@0.6m3/100m2andbitumenbinderonthoroughlycleanedblacktopsurfacecoatedwithtackcoat,includingheatingandmixingcleanedsand/grit(100%passingthrough2.36mmsieveandretainedon180micronsieve)uniformlywithbitumenbinder,layingandspreadingthemixatanuniformrateusingsuitablemeans,brushingthesurface,ifnecessary,toensureuniformity,followedbyrollingwithpowerrollerincludingthecostandcarriageofbinderandaggregates,costofheatingthebinderandaggregatesandallotherincidentalcharges,costoffuelandlubricants,includinghirechargesofmachineries,tools&plantsrequiredforconstructionandqualitycontrolcompleteasperClause511ofSpecificationsforRoad&BridgeWorksof MoRT&H (5th Revision). On for Propose 3m BT road

Plain/ReinforcedCementConcreteinOpenfoundationwithorwithoutreinforcements,inanypartoffoundationofbridges/culvertswithgradedstonechipsofappropriatenominalsizes,includingscreeningandcleaningofcoarseaggregates,fineaggregate(sand)conformingtopropergradingzone,bothofapprovedqualityandcement,asnecessary,costofcuringwithwater,includingcostandcarriageofallmaterialsandincludingpreparationofdesignmix,approvalofthesamebytheEngineer-in-Charge,costforqualitycontrol,sampling,testingetc.includingcostofformworkbutexcludingreinforcementcompleteasperdrawing and technical specifications.(e) M-30 Grade: (i) Using concrete mixer For 3.75m width CC road

SupplyandlayingPolythenesheet(150gm/sqm)overdampproofcourseorbelowflooringofrooftracingorinfoundationor in foundation trenches.

CROSS DRAINAGE WORKS

Excavation for Structures Earthworkinexcavationoffoundationofstructuresasperdrawingandtechnicalspecification,includingsettingout,removing,spreadingorstackingofspoilswithinaleadof150m.asdirectedandincludingtrimmingthesidesofthetrenches,leveling,dressingandrammingthebottom,andbackfillingwithapprovedmaterialcompleteasperdirectionofthe Engineer-in-Charge.

Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork &reinforcement works PCC Grade M-15 Normal 1:2:4

Bedding for Pipei)TypeA(ConcreteCradle)BeddingLayingconcretecradlebeddingwithM15GradeCementConcreteasperClause1105 (i) or Rural Roads of MORD

Plain / Reinforced Cement Concrete in Sub structure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications.PCC Grade M-20

ProvidingandLayingReinforcedCementConcretePipeNP3 as per design in Single Row :ProvidingandlayingreinforcedcementconcretepipeNP3withspigotsocketforculvertsonfirstclassbeddingofgranularmaterialinsinglerowincludingfixingwithcementmortar1:2asperTechnicalSpecificationClause1106forRural Roads of MORD.(f) 600 mm dia

ROAD SAFETY WORKS

Supply fitting and fixing R.C guard post 1.37m long with cement concrete 1:2:4 with graded stone chips of 13.2mm down casting curing complete including cost of providing 4no of 12mm dia M.S rods of length 1.54m as main reinforcement…………………. With gravel/Local stone chips

Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. (iii) 200 m stone (precast)

(ii) Ordinary kilometer stone (precast)

(i) 5th kilometre stone (precast)

Retro-Reflectorised Traffic Signs :- Providing and fixing of retro- reflectorised cautionary,mandatory and informatory sign as per IRC :67 madeof high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Worksof MoRT&H (5th Revision). ii) 600mm equilateral triangle

iii) 600mm Circular

vi) 600mm X 600mm square

Direction and PlaceIdentification Signsupto0.9 sqm Size Board.Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of highintensitygradesheeting vide clause 801.3,fixedoveraluminium sheeting,2 mm thick with area not exceeding 0.9sqm supportedonamildsteelsingleangleironpost75x75x6mm firmly fixed to the ground by means of properly designed foundationwith M15grade cementconcrete 45x45x60cm , 60cmbelowgroundlevelasperapproveddrawingandClause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).

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